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HomeMy WebLinkAboutSW8060813_APPROVED PLANS_20061120STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SWeo()�13 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 12Zk !(C2'� YYYYMMDD Ail+ L—._—L—i:.._ d .__xL_- 11.�' �_L3 ,_ :,_.'a ,'1:- THIS PLAN IS A FINAL DESIGN -- NOT RELEASED FOR CONS7aRUC71ON UNLESS INITIALLED/DATED AS APPROVED: APPROVED:.,....... INI T1ALS ENGINEERING FIRM: PLANS PREPARED 97 ADDRESS: PHONE: DEVELOPER ADDRESS: PHONE: DA TE ESP ASSOCIATES, P.A. 2120—B CAPITAL DRIVE (910) 313--6648 WILMINGTON, NC 28405 CAPE FEAR HABI TA T FOR HUMANI T Y, INC. 1208 SOUTH THIRD STREET WILMINGTON, NC 28401 (910) 762-4744 ORNER S TONFAI 100 ..� low amalpim" 0 r e—A Holm 0 GRAPHIC SCALE 50 too Y00 ( IN FEET ) 1 inch - 100 fL 0 w 91 E 400 COMM ONSi e M% PAGE lea lJ V�. ��i ,mmli— �a zz zz ���wrrt+ee,�e SEAS, c-� 10972 • eeeuaee d �/% INDEX OF SHEETS SHEET NO. C-1 COVER SHEET SHEET NO. C-2 SITE PLAN SHEET NO. C-3 GRADING AND U17LI TIES PLAN SHEET NO. C-4 PROMS — PRICES LANE & PROP. STREET B SHEET NO. C-5 EROSION CONTROL PLAN SHEET NO. C-6 GRADING AND EROSION DETAILS SHEET NO. C-7 U77LITY DETAILS SHEET C-1 7B35.400 COVER.DWG APPROVED —,%(� NORM CAROLINA ENVIRONMENTAL MAINJ'AOEMENT OOMMjSSlO,4 i `i 10N OF WATER QUALITY 2G - A)ov- Zco (o RECEIVED OCT 13 2M6 DWQ PROJ # jw? so(po 3I SCALD1'= W ' r1;..,ii' ` i TT p r. ff�S r f}�a�`f r'� '• r i !'}+. 7: . .{��. �i I '+-I'•r� .. rr fr `i � r, .F,, s. �, � � +r5r �lI F-t.rr ���' r ',C2,0,V SIZE DA TA EXISTING ZONING R-5 PERFORMANCE RESIDENTIAL PROPOSED ZONING R-5 PERFORMANCE RESIDENTIAL 70TAL AREA 5.16 ACRES MAX. NO: OF LOTS ALLOWED x 7x22401 a 8 = 44.7 TOTAL NO OF PROPOSED LOTS 32 LOTS ACREAGE IN LOTS 2.94 AC. ACREAGE IN NEW R/W 1.05 AC; ACREAGE IN OPEN SPACE 1.13 ACRES LINEAR FEET OF NEW STREETS 866.52 LF ACREAGE IN FUTURE Rill 0 AC: SETBA MIN, FRONT 20 FT MIN. SIDE 7 FT MIN. REAR 15 FT SIDE AT CORNER 1 a5 FT MIN. LOT AREA N/A MIN. AVE. LOT AREA N/A AVE. LOT AREA PROVIDED 3997 S.F. MIN. LOT WIDTH 40 FT LEROY HILL BOOK ?An9 PAGE 9fi2 P S 4930'OeW '�• TERRY B. RICHARDSON 17.91' \5 BOOK 4252, PAGE 131 / ~ �p� co4.�•� pQO � o 61 F / d \ F PS�`py P��pO� S .0 4�,o ,Ox ✓ y� / IRS �7. is \ \ CHARLIE F. PAYNE HEIRS BOOK 9901, PAGE 192 0 .\ \ (V2 GO 011011-1\ \ @23 \ IR / / \ i / \ \ \ e. 0, PQ7) 24 - �`•'� ��P \ ��/ DO � �o \ \ \ \ \ moo. Ole IRS • O e`�/ \\ \ �/ �� : �\ ♦ \ `� / / IRl 26 105 A \ n \ - k ' fo'� X \\ 27po �P `♦ i0 o O 3 S:o / \\ \\ % Div/ \ Ile / r 5' 1 6' DEW N SD 1-03 2' ASPHAL 1'-0' 2'-0' --1 ' CURB 4' MARL BASE, CONTINUOUS NOTE, INCLUDED IN THE GRADING FOR A STREET IS THE PROPER PROTECTION OF FILLS L CUTS BEYOND THE R-O-W CUT SECTION SLOPE 1 1/211 FILL SECTION SLOPE 211 STANDARD STREET SECTI❑N -.-- 20' DRAINAGE EASEMENT NTS \ \ :... :: �•, • i:ii r•� / / \ J \ (D\\ UIRS \ \ /aMCCRAE RE 57.ABETH C EIP / / � /` `\ 30 //�\`\ ``� / < GO /' ^ � ` ' ' � EIP < \ Q k A % \"o,/Ile\ \ \ 12 / < < / +•i z! r BARCLAY HILLS SUBDIVISION '':: .. a x \ 32 \ `\ \ v 5 \ \ ,/ \ fY-MUNICIP�IL 1 / c MAP BOOK 6, PAGE 27 w \ \ \ o \ \ �, BOOK 600, PAGE 251 \ \ \ / \ v UTY EASEMEN \ \ \ ICAL EA CH S1D I '71NG ITCH •.:... 20' PERIMETER TBACK - 20�DRAIIN GE EASEMENT ALL STR • -.,: • I ' R5 \ 49.99' � '1 RS EX. STORM SEWER MH \ — J , / WB S 1 i.02' EIP 144.06' , .._ \ — ORMI=R � - "— I�f- 87 3�p'004f419.2fi�— BASE BEARING FOR THIS VEY .72' 1 !1� 67.29' 35' SITE TRIANGLE (TYP) s / N 'CHAIN --LINK F �`` ,-N 8730'37"W 12AOle` PRICES LANE (R \ W VARIES) 0 - 0 EX. STORM SEWER MH j'1'0 EX. STORM SEWER MH / Ile � I DROP INLET TOP=36.13 cV I I I JORDAN LEM PFSR. GLORIA J iNV=31.83' I I I I I I I R-5 DROP INLET Q I I i 2 I 13 I t o I lol to to INV=3.76' I I I I '--_J I ! ( I I I EXIST. 18~ FES ELEV=33.35' 20' PE IMF F'R--- IP W W N 87'25'01 "W z 15.00' l� J n N 87'25'01~W 197. LOT 6-A GIDEON HEIGHTS MAP BOOK 2, PAGE 37 EIP IP MMMMMMTTMMMMMM-aMMMMMMij TRANSFORME _ S` k\ EXISTING APARTMENT BUILDING R C N �'1'` '`�� FENNELL CAARL. LANA W 11 1 ` ti C2 R-5 6' �� A Q �'°qR Vt�� NOTES: 1. LANDSCAPING PLAN INDICA 77NG LOCA 77ONS OF REQUIRED STREET 7REES SHALL BE SUBMI TIED 70 CITY 7RAFFTC ENGINEERING DIWSION AND PARKS & RECREA770 I DEPT. FOR. o HANOVER GARDENS LESSOR LIMITED PARTNERSHIP / REVIEW AND APPROVAL PRIOR TO FINAL PLAT RECORDING. PLAN DEED BOOK 4343, PAGES 234-238 y SHALL ADHERE 70 SD if 15-1 Z 2. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN 70 C THE PUBLIC 7RAFFIC ARE 70 MEET MUTCD STANDARDS: 1 n LINE TABLE LINE LENGTH BEARING Ll 93.89' S9Q'001001W L2 118.11, N32°16'47'E L3 343.16' N50`lb'45'E CURVE TABLE CURVE LENGTH RADIUS C1 100.74' 100.00 C2 31.41' 100.00 1 O UR) 1 GRAPHIC SCALE (INS') 1 inch = 40 & or RIB lit of -ML UK YW IN STOP 800-632-4949 This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any Infringement will be subject to legal action. ESP Associates, P.A. � Z �s�o��gt�usy�+o�ses dam++ arr00O/�/ oepoo°agq��r,sl�! V y98asaa8 ��� Cgy��i m Z i~ 5 Z C c 3 3 8 o S .8 � `v X 01 i! t�:'',`'' ,• +.I. 1. ' - - I''�', T:I y! •.'1 �. t,y 1 4+ 7� U a a M Q N_ to a N O Li a ir c� a LO ro am rn i v Ln V1 r N U p r 6 0 >n . ra 0 a �0i TERRY B. RICHARDSON // / !/ 00 BOOK 4252, PAGE 131 oo o\G' / / � • CHARLIE F. PAYNE HEIRS Qo / .4 BOOK 9901, PAGE 192 Q+OP P �O� PGF, / / / / • •T�� 8" GATE VALVE 8" X 2" REDUCER PN\ �y Pao O� a° • t \ \ 4-9 \ 2" BLOW -OFF ASSEMBLY g / \ fic- P �` p• / / •�� \ \ \ SSMH B-1 SP37 / GN��o� Off' (1) 8" GATE VALVE / / r / BP37. `�\ \ •� \ /, (1) 8" X 6" TEE (1) 6" GATE VALVE ° \ \ • \ �'\ % 3i / \ 22 /OPP. \ / X/ 7.4 \ CB--7 ) k 1b BP37 �\ 23 \ /' � \ 18 ,>\ I \ \ y i \ i \ LEROY HILL / • •\�� •� ,�• � 37\\ \ \ BOOK 2602, PAGE 962 1 Q° T037. �J�I? \\ // I .1\ \ 17 k \ 0 / c 24 \,� , \ \ • 22 1/2 BENDS / �P 3p•0 �i } AS NEEDED ASSEMB ! i • y \ �� / \ 1 fi\ FH L P �oW / • 25 \• P \ \ �5� / `� .2 i • 7•o Q �P37.& \ \ > CB-5 I 6 \ \ / J 15 7.2 �/ / BP37. \ 7 \\ \� 14 / ��J� 0 �, \ _ I /I �V \ � , x / 0.0 / \ \ 28 VH ASSEMBLY Ile APPROX. LOCATION OF , / B29 BP�7• \ \ \ N/F EXISTING 6" WM ,� y� i < • \ \ 1W ELIZABETH C �6 / / BPg7 \ 30 It f ° • .a / \\ TO 6 \ V �ll I1lI✓ BP 0 � 311\ 6" X 6" TAP NG ETUN& \ B SLEEVE & V VE i it _�� �\ \\ \ / 8"x 6" REDO ER I II 2 1 \ CB 1 �1/2' B OP 310 SANITARY SEWER MN \NEEDED \\ 1 30,21 O TOP=35.86' INV-33.11' 8"DIP �ti \ •`� ry EX. STORM SEWER MHO FH ASSEM Y - -- 5 � O• W VARIES) • EX. STORM SEWER MH-- O"Ma j G EX. STORM SEWER MH ~ / SSM 2 Q i Io INV 04 SSMH A-2 1 - - MH 1 -'� U DROP INLET IV�iIIt •\�I I� II cII •I3 I A TOP=36.13INV. 111 N F INV=31.83 19 1 LkYSR. GLORIA J DROP INLET e 3R-5 I36�6to !oo NV-. ' BP37.2 CONVERT 6-U-2- J TO CATCH BASIN IIII I i I I I BP37. % i I BP3i 2 EXIST. 18" FES � G3 L .,,1r^,�„ I j ELEV-33.35' II t 20' PE (METER SETBAC `'��-�--� EXXTTEN0 D VE PIPE I I I �SWALE I TO CURB LINEg BUILD CAT04 BASIN W LOT 6-A O GIDEON HEIGHTS MAP BOOK 2, PAGE 37 SWALE MANN. C007.. CHANNEL. SLOW NORMAL DEPTH LEFT SLDE SLOPE RIGH SIDE SLOPE BOT r WlDT1H FLOW FLOW AREA WETTED Amm. mLoaTy SWALE - 1 0.020 0.0060 0.160 3.0 3.0 .00 0.90 0-57 4..04 1.57 SWALE - 2 0.020 0.0060 0.13 13.06 3. D 3.00 0.60 0.4 J.84 1.36 SWALE - 3 0.020 0.0060 0.10 J. 00 3.0 .00 0.40 0.3 3.6 1.18 SWALE - 4 0.020 0.0f00 0.12 3.00 3.00 .00 0.70 0.41 3.77 1.70 WALE - 5 10.020 1 0.0100 Q.12 3.00 3.00 .00 .70 0.41 3.77 1.70 SWALE - 6 10.020 1 0.0180 .13 3. 00 3. 00 . DO .56 D. 2 3. 53 1.82 F 1IrT I FT. FT.: FT. rr: FT. FT. a:IS SF FF rT x x, Q 7 \ �0 6 p o BP3&o•\ \ \ _ \ IN t 37.�\ \\ \\ 1.0 1 1 BP37.0` 0 1 \o\ / A�3 \ \ \ / 1 1 TGV:� , \ \ Tam. / • '� / ^ /\�1 \ \ \ \ / / \ �, / j /SSMH A--5 06 8P37.5•12 \ , �' 1/-MUNICIPAL l 87 \ \ BP37:6i� N \1- ICAO EACH S1 $ 2 ' DR AGE EASEMEN7r 32.3 ALL STREE 0' PERIMETER TB'ACK � WALE 2 _ T032. 18r RCP i SWALE -------------- 33 0 8"SSO0 % DCB--2 TOP 35.0 INK 30.0 HANOVER GARDENS LESSOR LIMITED PARTNERSHIP DEED BOOK 4343, PAGES 234-238 LINE TABLE LINE LENGTH BEARING L1 93.89' S90.00'001W L2 118.11, N32.16'47'E L3 343.16' N50.16451E CURVE TABLE CURVE LENGTH RADIUS C1 100.74' 100.00 C2 31.41' 100.00 EX. MH RIM 34.65 NEW 8" INV IN 28.90 EX. INV OUT 28.89 toI I A-7 - 6" TAPPING SLEEVE & VALVE -APPROX. LOCATION OF EXISTING 6" WM 40 SSMH .a 7 J 20' DRAINAGE EASEMENT - OUTLET STRUCTURE (SEE DETAIL) ■ 24" HEADWALL INV. 24.5 W/ 8'W X 91 X 18" E.D. HAND CLEAN DEBRIS FROM EXISTING STREAM. BARCLAY HILLS SUBDIVISION MAP BOOK 6, PAGE 27 BOOK 600, PAGE 251 off --�- PROPOSED DETENTION POND TOP OF BANK = 31.0 HWL = 28.2 NORMAL POOL = 27.0 BOTTOM - 22.5 EMERGENCY SPILLWAY = 6' N/F FENNELL CARL LANA W R-5 -15" FES INV. 30.0 W/4.5'WX9'LX18"E.D. \'-' 15" FES INV. 28.0 W/ 4.5W X 91 X 18" E.D. 3,0' PUBLIC UTIL.17, ,� --� wv �� ra• GRAPHIC SCALE 40 80 ( D1 F'EE"P ) 1 inch = 40 ft. L EYJS77NG CONTOURS - -- - 3� --- - - -- PROPOSED CONTOUR - PROPOSED STORM DRAIN WITH RIP RAP APRON L)EN OW LU73 WATER LATERAL -B SEEM? LA7FRAL -• GENERAL U71U1TY NOTE& 1. Project shall comply with the City of W11mington Cross Connection Control requirements. Water meter(s) cannot be set and activated on new mains until all requirements are met and NCDENR has Issued thler "Final Approval': Call 343-3910 for information. 2. If the contractor desires City water for construction he shall apply In advance for this service and must provide a reduced pressure zone (RPZ) backflow prevention device on the developer's side of the water meter box. I All commercial water services and any irrigation systems supplied by City water shall have a backflow prevention device acceptable to the City and approved by USCFCCCHR or A5'S7E. Call 343-5910 for Information. 4. When PVC water mains and/or pol) ethylene services are proposed, the pipes are to be marked with No. 10 insulated copper wire Installed the entire length and strapped to the pipes with duck tape. The insulated wire Is to be stripped to bare wire and secured to all valves and fittings. This wire is to be accessible at all fire hydrants and water meter boxes to aid in future location of facilities. NOTES 1. THIS PLAN IS FOR INFRAS7RUC7URE CONS7RUC770N (I.E. ROADS, STORM DRAINAGE, WATER, SANITARY SEWER) ONLY. 2. C0N7RAC7OR 1S RESPONSIBLE FOR OBTAINING POS177VE DRAINAGE AT ALL 1NTERSEC77ONS J. THIS SITE DOES NOT HAVE ANY DELINEA 7ED WETLANDS, UK a IN 180 STOP 800-632-4949 m unm IWII161 A0 This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, P.A. a Z '�C c bo is wn fin N c a ca m � m C; ill � �- o KUKI'GUNTAL 5CAL 1 50 75 11 1 INCH — $0 FT. VERTICAL SCALE 1 5 7.s 1 =do �_ • n""Im-"lli _ w Itik.■.�.___ ;. >.s.Ikr�rwl�IrtrK7i�����Es>rlr �MEN" FTl 1.; 7►7ram_�# 1�� i1 /r/ — 1 ■ 1' s INICIPAL" • l STA x • I F: / ' • l� • � I VIA. r ... N�' � " CLAN II = _Rr �t�I�aIII�Iiw��.. _�■■BIll��Lr1wC*:I�iM.1MMiM iIN �'�ITlR ., +.� ■■■■rl"'� II■■IB.. A��7:1'� iIL �iIT�=�1•■■■■■■■■'r■11■r�r�r■■rr�■L■■r_c>u�� I�III/■m111LLrw■►�E'.��LL■w�Irl'1.Iwr�!► I�:::� Imo: ■wrr�..r �Iw■s�111r , ISI.I ■�r��Llrrrrr■rrl■Irrr■�>I■■■■I��:�■■L�. ��-T ��if17 �U♦�'J��I♦1� ■r■■■r■ r EB■II■Tir■■■���■II�I■I■I■�I �� ��I�1��I�IrI•■T� ���•••Ir��rll■����IUs,�� �"` � ■ ��I'�+wr1■■IBtI�iRiii�■1�U•C•>!•'f —merle M ��1��= `."."""■"�'tlMin�lYlnl�#�M� PRUHLE - PRICE'S LANE .AND PROPOSED STREET "B" EVELOPER: HORIZ. 1" = 50' ope Fear Habitat for Humanity, Inc. VERT. 1" = 5' 208 South Third Street ;,; ,,,� d,a„,� and/or , ,,,",,,, ,ri „ COW & D NR W COMMEN TS 13 Ilmington, NC 28401 ST p r �o< o � W Mt t .■ a oubje'"at to 1pdW i 10) 762-4744 mmm ESP As000k"o. P.A. REV ND. DESCRIPTIDN DATE IiefIA �A TI1E#w��l ■l1►II�F��F.Er'�o�i� SIT _ it k V- L ' '!mil MAtt IUD t-' ■111 Mt; i 111ri} L�: Iow Irk ■o ■ r�RmII m, ...,W■ ■rEr■���II�■ wtw r ,...w ......... � f ILI:r�►L Lem I�� * �■■IIIIIII■�Y1�■ 1I� u1..r�t■11�■�q ti ■■ r rTl<i ���■I■....�:I IL ■■■I■■ ■ MRBIII ■■■� i ■■I■rwrtrrlw��w!�■ilw■I ■I�■III iilh1�11r1at.I►UI�� ■ M � ME"{riU■1J R:1ii:l Jh I N t AMVLINA STCCI D_ CCIAICC W'/ W A" x NJ PLAN 1 II = Sn - SP AS50C .I�ptn..rina..�rwyw•]� "W."Awra 00) M-no mumm A" S (M11/) AWN :INERSTONE C,01 —PHUFU E1 7OP OF E i H& NORMIAL I I Nor= p NUQUNRU At M%NMx.M UWAIW N irm-piG ffivem i IN CONFT.lCT ARE TO BE RELCICJ1TED. 6fWL G r�µRUT IU 74000LOX OR WXr ORIM"M W MANHIXE ADD TETt11 OF NAY LJtO:. BE cc a W.40 PROIE7f.:ID CL7iAlYC Ld1ED. ARY MUSTMAWTM A MNN UM SEPARATNIN R I OF 10 FEET LATERALLY OR 1B INCHES VERTiCO R OVER SE111ER_!t: IT E NIPOSSiBLUi TO OKAIN PRO ONTAL AND �VEWA -- SEPAiMOGN AS DESCRIED AWVI E THE STRMER IS OVER THE WATER kWK BORN THE ND ASEINER MUST BE CON5111MM PIK PUBLIC MIATER SUPPLY DES101 STANDARDS AND BE PR 150 ASSURE THE � MIAOR 7HEENER SBE EMR LINE MNBE MIT � ON R�N ENO. P� 'TO0 THE N VE 011 ; SHALL F �� BY THE F U BI 13E DE 10' U 1LIN EASEIAW ALONG BOTH SIDES OF RMH AREAS ARE PROVIDED AS MUNICIPAL. UIILUIY EASUMa Pm f MUM UMAMM 3e m 10L a tl y U 4 Ln Qi M 0 0 Ln Q �y 7 z a Ln 0 IL w 0 0 ui M m rn 3 c 0 a to m / N U d F a z L] t— U) eN3 O tl TERRY 8. RICHARDSON BOOK 4252, PAGE 131 P LEGEND cawsneucnav �p �O / / / CHARLIE F. PAYNE HEIRS �� MMANCE S ��, P�y1 • /�/ BOOK 9901, PAGE 192 SILT FENCE — — — SET FENCE STOW MET � �� �p�. O� � / El SED#NT TRAP + NC sm Na 85i �� ►�,PQ r F�J�J + DENUDED LM73 � � � � ® O �O r''�•G�O�' � � � `�� 1\ oQ oF���o• � � t ��� 20 �� CONSTRUCTION SEQUENCE 01\ SILT FENCE !. OBTAIN ALL E WGV CONTROL AND GRADMIG PLAITS FROM NC.DEW. 2 ALE A PRECONSMCTION CONFERENCE INTN THE STATE' ANSpECTi7IR �C3 0- WO /' S S NOTALL TEbrWARY COINSTRL/CnON ENTRANCE PER NCDENR STANDARDS QL X � 46 INSTALL STL T FENCE PER NCQENR STANDARDS / CB-7 5� CLEAR AND [GRADE DETENnON/SEDEIMENTAnOIV POND PER DESIGN AND NLIrIR / srANDAARDS I NSTALL TIRE RISER,OUTLET AND SMELL WA Y PER DE W AND NCDENR / 2 3 / D8, / Br CLEAR AND MISTALL STaW DRAIN PIPE FRO1W DI-1 TO FES IN POND PER DESIGN LEROY HILL �EIP / ♦. AND NCOOR STANDARDS BOOK 2602, PAGE 962 7. CLEAR AND GRADE PERMANENT SWALE 1 PER DEWGN AND NCrOEENR t 24 i STANDARDS � S aEAR AND GRADE ROADS AND NVSTALL SWRM DRAIN PW PER DESIGN AND DdE9►QN AND hi=W7 NQOIENR STANDARDS ANSTALL MET PROTECTION PER STANDARDS 25 F A SEED OR MACH DENUM AREAS THE SITE MAU BE STAB PER DESIGN AND NCDErW STANDARDS iWVW 21 DAM IR / CB-5 is IdAIELET PROTECCTxw CAN BE REINoVED wev THE SITE IS STABL.IZED AND INTH / / I / THE STATE INSPEC7WS APPROVAL I / / 2 5 fi SIL FENCE 01- l t s I IR ) l S \ f-INEE't 07FC770EN 9 TYPICAL jars. I � ♦ 1 !1 t , o O -6 � 3 ti LET _ y 07E'CTI 2 9 ICAL ) 4-4 0I Xo N/F MCCRAE ELIZASM c30 I LET PR07EC71 / / '2 TYPICA 53 < / WALE 1 15" RCP---7--- x UG EL 35' SITE TRIANGLE (TYP) 1 �— a PRICES LANE (R ` W VARIES �mm�'���mCimn�T<i�cmmmR�n�nrnmmm EXISTING APARTMENT BUILDING Ai - SIDE �_ _ x oCe 2 � 00 wx N/F �� // f / SILT FENCE HANOVER GARDENS LESSOR LIMITED PARTNERSHIP JORDAN LEVI P SR. GLORIA J 138 ` 3 4 DEED BOOK 4343, PAGES 234-238 V , , ra R5 Q 2 i C N CONVERT DROP INLET } / TO CATCH BASIN \ GR VEL CONS7R C710N EN ANCE REMOVE FES � � l DMO PIPECURB UNE T-�TxFEl+1 '4►P.� K BUILDTCATCH BASIN �J 0 LOT 6—A GIDEON HEIGHTS MAP BOOK 2, PAGE 37 LINE TABLE LINE LENGTH BEARING L1 93,89' S90*00100W L2 118.11, N32'16'47'E L31 343-16' N50'16'45E CURVE TABLE CURVE LENGTH RADIUS C1 100,74' 100+00 C2 31.41' 100.00 FOR EROSION CONTROL PURPOSES ONL Y01 ,,ti,I'�,+,�.r� r v,, r ' ' i k '• ' + �� l'a'sl''P'1,'I�q �I Ik 4, �I ,kk iirp y \� OUTLET STRUCTURE \� (SEE DETAIL) 24" HEADWALL INV. 24.5 i W/ 8'W X 91 X 18" E.D. s 1 1 / HAND CLEAN DEBRIS FROM f ! �I1 EXISTING STREAM. 1 BARCLAY HILLS SUBDIVISION MAP BOOK 6, PAGE 27 BOOK 600, PAGE 251 1 Il f 111 ESi1NG TCH lllf� 111 Rs 111 11 Rs PROPOSED DETENTION POND TOP OF BANK = 31.0 10 YR. HWL — 29.9 l NORMAL POOL = 27.0 �.� BOTTOM = 24.0 IRS IP EMERGENCY SPILLWAY = 6' N/F FENNELL CARL LANA W R-5 15" FES INV. 30.0 W/4.5'WX9'LX18"E.D. 15" FES INV. 28.0 W/ 4.51W X 9'L X 18" E.D. •-��� 30' pVBU' `� I UTjES, I- Lo 1 GRAPHIC TCALE 40 0 20 40 so ( IN FEET ) 1 inch = 40 it. OF CALL it alp-OU 111M vW IS STOP 800-632-4949 Sao unml I1wj a 0 160 This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal 'action. ESP Associates, P.A. w o ��a .Z 0.1 % M 0 W U U Z p W � � 3 O V 4 0 N a a M tr] r C) 0 N Q 0 J a r w a 0 0 kri CID M rn / C a 0. LO r� in i N U a F a 0 _ LO w0 opt, / a / DRNPLaE PRo,ECna 11 v ( SRAM A� JI _12 .�. .. 1 �'T iti . y.�. iC �r�� I NOI 7REE'S 70 BE SAVED ULL BE CLEARLY PRIOR 70 CQNSTIWUCifON AND A PIIOlECi1VpAl11TBR IN 70 BE MSiAL1fD AT 7FEOW L DRIP LINE - THE AREA OF SOIL DMILY 9SIEA7H 7+E TAME EXTENDING OUT TO Iff TIPS OF 11E OUMINGST BRANCH S. METHOD OF TREE PROTECTION DURINQmSTRL1_^__C OONN SD 15-08 NOT 10 SCALE 11111 ..a INLET Im 9CIIIIE M NSiA11EL �iTef! Nx >E swat RUNOFF WA ii �OV F1ll� 1K117FR s Lit LK IN . 1 , 1 !. �� Ir NOTE 1. BASIN, FRAME AND GRATE MAY VARY IN NONESSENTIAL DNMENSIONS. 24' DNA. INV. 24. 4' x 4' PRECAST CO W/ KNOCKOUT PANEL' ALL 4 SIDES #4 STEEL REM JGALV. OR ASPHALT TACKWELDED AT 4 O.C. EACH WAY. LAiD IN OR BOLTED TO TOP OF STRUCTURE ATTACH SCREEN Wff!+-� GALV. Luc do WEDGE ANCHORS r TEMP. EROSION CONTROL STONE DURING CONSTRUCTION 1/2. OPNG. GAIN. OR ALUL9NUM EXPANDED METAL SCREEN 3 SIDES 2X 77H OEM INV. 28.20 1.40• LD. ORWCt- W, 27.00 11011 M WMANO WL III COMPACTED SUBGRADE OR 8' CRUSHED STONE. SEGIl4d ELEVATION DETENTION POND OUTLET STRUCTURE CONCRETE PIPE DIMENSIONS WALL THK, OUT DIA. IN DLJL MIN. 1H A II C E F G W K M 2 1 4 19 f 2 15' 271 20' 241 8" 7 1 2 4' 4" 1 8" 1 10" 2 1 2 23 18 31 20 24 9 4 4 17 12" 3' 30' 24' 38' 20' 301 8 1Y 4' 4'1 8" 21 15' 3 1 2 37 30' 43 20 "1 12 15 6 31 18 4 44 7V 52" 32" 441 11 18' 6" 8' 8. 31 22" 4 1 51 42 59 32 48 21 34 26 5. 58 48 4 6" 29 5 1 2 85' S4' 73" 32 54 12 2 8 8 38 33' 6 72 60 8 6 6 1 2 79 66 6 7• 86' FW 12 38' B" 12 12 56 43" REINFORCING N07E 1. 0000 CATCH BASNII ARE TiO K 94TALLED 97MM AIL -DE• -SAC BULB USING TYPE "A" "C' BAR b" 9AR OURS TIE RADIUS FAN 11E GO= POW 70 7NE FACE OF AIRS A 41.6: WHEN USING TYPE V AIRB WIN CATCH BASIN THE RIGHT OF WAY RADIUS E 40. L BOTH SIDE'S ARE 5`1MMEiIBCAL. LQQ& -we AI: "B"- CUL-DE-SAC OPTION "2 RED,,, SD 1-12 NOT 10 SCALE NI LGT. NO LGT. 15" 4 2'-0' 4 1'-11" 18" 4 27-3' 4 2'-2" 24" 4 2'-9' 4 2 -8 30' 4 X-3' 4 3'-2' 36' 4 X-9" 4 3'-8' 42*1 4 4'-3' 4 4-2" 48' 4 4'-9' 4 4'-8" 54" 4 5'-3' 4 5'-2' 64' 4 5'-9' 4 W-8' BB' 4 72' 4 r3"-4- 4 6'-TT- I RIP RAP DATA BLOCK W 1Z• ON CENiER M Com CONCRETE WINGWALL WITH SPLASH PAD &JRU FACUEY.M AAIaN/ a (it) o (dw L (ry d x ON. 1I WW fkv [M1 ai„wAUj = I LOS in 8 44 48 11 d / to MadN a to so a 4JF 4s as s 0 +e PLAN IPISAP OUTLETS Af MIN. f12-1/2 STEEL OR WOOD 2' % o A1rz%0vzzzd. '.T.•.7s.r•.•].!►��"'•r.w7•r• ••�.•N.�•'.'R�•r.n2L•••.J, �,•,s.•s.•.ss.*,+,•. . �f.L,`.L. �. R:•1.L1`1•lR.•il�.�i �a .; • Lt • •:1•i.•....,.:• � s Y OF VALMING70N HER. SEE DETAIL 0-14-01 & 14-02 CEMENT PLASTER I RCORBEL SE 1»� 0 Mj► A1►1I r � � )L ►1 i■� T<� 1 TYPE 01-20 ASPHALT n 4' MARL BASE CON71NUOUS M TOP 30.50 b TYPE " H" CURB AND GUTTER SD 7-04 NOT TO SCALE 0 TEMPORARY/PERMANENT GLM§MIFICATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. 2. RIP THE ENTIRE AREA TO A 8 INCH DEPTH. 3. REMOVE ALL ROCKS ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND WFOtitM. 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL LIME: 45 LOS. PER 1000 S.F. FP'EIeiE�IWE�R: 17�LBL PPyE: 20 LSfrOOOS.S.F.S.F. 5. ��ARED 4 8 U DEEP. PULVE RIZED, FIRM. UNIFORM SEED BED S. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 2 - 3 LOS PER 1000 S.F. SEE MIXTURE BELOW) 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCT. GRAIN STRAW R HAY AT 75 TO 100 LBS PER 1000 S.F. WOOD CHIPS AT 500 LOS, PER 1000 &F JUTE & MESH AS PER MANUFACTURER S. APPLIED AT AA RAOR TE MULCH PEAR ACRE FOR TYPE SLOPE STAABILIZATIO AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEA". IF PEE 1F GRASS STAND SHOULD BE OVER SOX ING�A , �T�H pF�OIpLOMANG ORIGINAL LgrIE, FERiMJZER 14. � LLIZATTIdRNCA170� COMERN�MAUC TTtEATMN7HT, AND 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SWILL BE: 2OX CARPET GRASS 24X BERMUDA GRASS 20% TURF FESCUE 1OX CREEPING RED FESCUE 24X ANNUAL RYE GRAIN •BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER PURTTY OF SEED SHALL BE A MIN, OF 98X AND ItHU1 S1HALL BE A MIN. OF LOX. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL OF DENUDED THE GETTACONCERNING HTIIOON ALTERNATIVES ARE THOSE WHICHTION DO WELL UNDER LOCAL CONN01101IS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. DOEMM POND NI 1. RE'3TORE POND TO DESIGN SIZE TWO SHAPE UPON COMPLETION OF CONSTRUCTION AND STABLIZAT10N OF SM 2. SM FOR SLOPES SHALL BE 207E CARPU CR M. 24X BERMUDA, 2OX TURF FMCUE, 1GX CREEPING RED FESCUE. AND 249 RYE. SEED AT RATE OF 2-3 FS PER 1000 SF. 3. THE VEGETATED SHELF SIM .L BE PLANTED WITH A COMISINATION OF TWO OF THE FOLLOWING ON 3' 1. CATIIIAL 2. COONTAIL 3. SPATTER DOCK 4. POND WILL BE DRAINED BY PlR11PING INTO OUTLET STRUCTURE, 10'_VEGETATED SHELF BOTTOM POND SECTION 31.0 a GUTTER 34.0' 5.0 3.0' 3.0' 3.0' 20.0' 5 FT. MIN. 20 FT. MIN. MAX. TO BE DERTOMINED 3 3 FT. MIN. 3 ON A CASE BY CASE BASIS. CITY' OF WULIUMTON SKALS DETAIL Rr9 • ?9' PERMANENT POOL CONTOUR DIMENSIONS R10' N This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, P.A. V Z � w ti 0 O z Z S9tttt■•_ Q_Z_i y •• �j} N Cn� ud O 50 \ �888+s !lL1� m � D m � m .1 - . . : - - k L ., . '•: . I. 'j * -' - 14" i 'r, tt I fly I, , FM AS GRAM 0% CURB STOP FORD BM OR al. MUELLER H 18174 , MCDONALD 0102 to M M MW INILMINUIVIIII 11 PIRECAST 0 MUIRLM I -Ir- OAL r -I IIIIIIIIIIIIIIIIIIIIIIII� " COMER Im WK CONCREIT COLLAR WL YIN.GRAM r MEYER VOLK WAM FORD V 111TOPMUELLr E-4 MCDONALD 18 SERIES 31'r CGIENT RAM 5/M/4P 4w CITY 1. R 46 42 FINAL BAWILL METER BY Im aw GArI N 1411or I* x is VALVE BOX PIPE 929 MAX Oda I" PER cum '04 .- IIIII,. U z , W.- 9MMIED ON PLANS Ir MR WHERE ra NOTE: Mi PLUG TO BE RESTRAINED 4 1 r4 L. CLASS 1,2 OR 3 SM KIER lb a 0! 4; RESTRAINT JOINT MAW BODY tj a r* W/ OLL%E Fm $WEN sm % 'T LINE BREAK-AMAY HEAD TO NISURE X-or MIN. ---VALVE BOX Ir MJ CAP TAPPED r :r M"" PROPER 11ORGUE CAIESQUARE NUT VALVE VM Ir WL at r p. OPENS NNW % DUCIME am PIPE STABLE 47W SERIES r CORPORATION FOUNDATION S710P - FAN PIPE 7HREAM INLET MAIERAIL ---I VALVE HWOOO WITH LIP. COMFIRESSION cum MIMI 24 YIN. no WF8 am r CIL .Ri��l MK MIN. SAID11ILE RE)QUIREID FOR TAPS ON PW AM OWILE IRO14 WATER MAW SINW-BILAIR 317. ROM 2= JCM 4011 JOINT PVC; OR DIP PIPE kil,77p godOW111h.- pit FRKMAL G-I TO 91 CLEARANCE REQUIRM BEI -a-E-0 US SPMRW) 801 OF MEIER ON UO AM TOP W MEI SECTION 'A -A' (TO BE SW& PIPE SIZE USED INOIrATED ON OAUL SOFT COPPM CONNECTIONS ARE TO BE FLARM OR COMPRESEW STANDARU GA &Z Orm C MOM. STANDARD SAITSYOFM MANHOLE W 4-15 10 RESIDENTIAL WATERSERVICECLASS. 1100 "TIAL NOT M SC%vE SD 4-04 cum I W XFON10 It NOT 10 So" SOR 35 PC PIPE ST ON STANDARD Ir MJ OAS1W A 0-010115 PVC PIPE Ir a DEEPER MATIRIAL. SD-4-27 4� go TO r WAMWNIF 4NIEQ7110N &%M= Z PIPE BEDDING DETAILS NIS W/rmwm CAP 10 SD 3-11 NOT TO SCALE CONORM CONCREN am a :3 (b v 5 (n 00 •N 2-2 Ilr HOSE NOZZLES 6-04 4" per hoh W5t='TAPE%FA:0 PVC 0 CIP 4 11r PUMPER CONNEC'M 70 CENTER LIRE OFIRW 4 1/2 0 Sbwner Nesde 91Natl" StwWard Z) 4-. 4-4141 doWas flu Par belk C2 rN HMN&W MW HAW N-1 WW'%M(NTW1IE 2) PVC OR OIP-I wDRD AIWAK SECYXW CR AELv"W84qKL *I ON COIVER-x OR I IY--W MIN. NORS: MAIN 1113 El IMMMIAs POPARMYOW&M WATER BURY FINM LINE FLUSH my THE OCNI IM GRADE 0 13 El FU rp A A YDRANT 3/40 GALVANIZED RODS LINE 2-1 � NULL BE INSTAUM 110" No "MME LL 18' JOINT 41 CIL VALVE Ow— CONNECTION 6 MADE AT Q& 5 PIPE GATE VALVE MIN. SIZE GUIDELINES FOR STANDARD CLEAN-OUI I f-, 0 0 0 Ir CONCRETE SIDEWALK TURN RIGHT TO a" 010MY SEM HOUSE. SMVM @ 0 0 SD 3-" TO MAIN Qi DRAMA NOT Sm" PLAN 11M. 0 Q. EXPANSION J=T IX ilt PLAZAI I PLAZA PAD 6 69`01A [HYDRANT LUGS E BOLTS RETAINER CLAMPY -1 IS' x HIP x Ir .125' C DRIVEWAY APRONKM 0.5 JOINT RESTRAINT HYDRANT 1-SEE SD +-02 FOR j=T RESTRAINT FWQUIRED 0 2-M BPPE RE)QUIREI) ON ALL NVORANT I TO 1ST FULL JOINT OF PIPE 16`-1 NN AMERICAN 0. E)OSW PAVEMENT T 0.32* 0.5m tR PLAN 0 0 0 8.50DIA 31e TIE BOLTS 3W GUIDELINES EM SIMIDARD HYDRANI WA70 12Ir 0. ad it YDRANT GALVANIZED RODSI lit TO I:r VARIAME W 4-01 El 13 11 SEC339h "A -A W-Cr A Verr To SCALE A A 17.750- no-NIAMM 0" 0.8' 0 a 00 ANSM JOIMT EXTEtJSJ.Qt1 MINIMUM WEIGHTS:. @ 0 0 0 z MOSTING P. TOP X. 10 LBS. I t4 ELM Moab BOX 40 LABS.. a 0 C-2 Ixe FtWX EN a,P EMNAPPUJ&X%L"r OR EQUAL VNA0LV1LE BOX UD NOT FOR EXTENSION ORNSA40 WLABYS. PCOSA7VMONLI 31rONVEWAY 1, HEAVY DUTY LID REQUIREDINMOD4-G&LOCATO& E BOLTS 4t WE JOINT RESTRAINT HYDRANT TO MAIN TEE SQUARE Ima OF 7W OF COMM MINIMUM AVERAGE 000ff NOT TO SCALE EXOM PAVEMENT FRAME In C FORMING DETAIL COVER 120 -4 Low Wr& 20 WATER..YALYE Q651ING GUIDELINES FOR HYDRANT JOINT RESTRAINT RESIDENTIAL DRIVEWAY STREETS JMTH NO CURB SD 14- 07 SD 4- 02 t: NOT TO SCALE >� SD 8-05 BUT BOTTOM W NOT TO SCALE NOT 70 SCALE :zzi FINUNAM CASTING FLAW mom MM M%`61AL 0111901ION on STACK 2!-1 114* 2 03 0 ve Q) LOAD FACTOR LOW FACTOR WOORANT FLAMM OWE111110-1411 am LID IRACEIR D _Jr W-3 Ifir-I N07M 1. SOLO cum 8H0W PENM70 uN%%A9%M AVALABLE W SPE101FIED VALK V Z STANOM LKIIERS UNLESS Cn 1.0 �SE Spow OVER FLANGE VALVE • .9. 3 WAIM C"'I LS. SAN, SM 15' A FOR CASIING; DETAILS mom GUIDEUNIES FOR REDDItig DETAI (13 SANITARY SEWER MANHOLE RING COVER 0-14 MORTAR NK SD 3-07 6041 STANDARD OW w "nm 41 NOT 10 SC" MORTAR (ATI MM 900 0 111 SD 3-09 NOT TO SCALE "J TE C/1SinIBMO VALVE ISM UnDISION AM &TAMEMD OM VAILVE NUT -an CASM SEWER CLEA* Home XTACK A VALVE 1010 A "M WALLAV I VALVE SONES NO {LEAN -OUTS Z ARE LOCAM IN PfMff OR MUM PAI AREAS. MINE OR SACKFILL 0 TO PLII PLM 3= DM& ANn GILM-9UT =NG UM 2- TYPE 1-2 (NCDOT) IN PAVED AREAS SD 15-02 IRACOR WE Am USE MONUMENT CAM@ IRA= TINEsm" N 010 OWM S= CORE COPPER • IPw QVC CIA POL*1H%JM rBRR MW Is 12-". KnOMIL MW RAUAM SMIRE TO AL MWff la MNK WINE W" SE4m MARL BASE r cum STOP Wffl r PVC PM AOOEp1BLE 18 ALL FIRE WINAM AS MM:1F7t OMM SER%UZ TRACER WAP UK AROM BSEMNINONA XI -MN. KM fil-EULMON PWQS OXINUMENT IN PA Z I= rM V011" rmer LONG AP =IRIEMAN TITTLE - e PVC WE 24%= k I r I1 1 1 21' 1 .401 —rx 4!' PPE SLOT WAIM 1� I Ir 110' U STOW CR SPACM I -Jr- -E4;: I -W 014L1lERMBQ r v MUM PIPE a "ITING111 NOTE: PAVEMENT SECTION MAY I 3-dr- -W- -21W -W- I -w- VARY DEPENDING UPON FIELD rK 4C PIPE So (2 PLACCO SD 4-29 MM, Beaw 1.5 K wows PI -m I of 100 PSI pkw AWWA Water Hutu - CONDITIONS. CONTRACTOR SHALL ----] I I.., AN 1h wmftm lo be P In umblarbed waint ul:-� ` " CONCIIM BLOCKM JILM COORDINATE w/OWNER & 16-r GEOTECFINICAL ENGINEER TO SIANOARD OROP-N LIO IRON REACIER DETERMINE ACTUAL PAVEMENT BOX AY`IN DUN.WIIOCKOUTB TW PIPE MW TW UV MIA" STANDARD THRUST BLOCK EM WIER U&JS SECTION. JM SNOT 70 SC4-50 4-08 2: 10 MWZE 2 1/2 LOL OW 1111110KI 71 LB1 ALEo IN PAVEMENT SECTION This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, ITS alteration, copying or other use of this drawing cl without their written consent Is prohibited and any 1* 1 (n infringement will be subject to legal action. PVC PIPE PLASTIC METER BOX SD 4-12 ESP Associates, P.A. NOT TO 3CALE "7